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Calculation of negative friction resistance of pile foundation in collapsible loess region

XU Ri-xion

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Abstract

The origination of negative friction resistance of pile foundation in collapsible loess region as well as its producing conditions and features is elaborated. its calculation is introduced from unit negative friction resistance, loading calculation, bearing capacity calculation and other aspects.

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What this paper is about

The origination of negative friction resistance of pile foundation in collapsible loess region as well as its producing conditions and features is elaborated. its calculation is introduced from unit negative friction resistance, loading calculation, bearing capacity calculation and other aspects.

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Available abstract

The origination of negative friction resistance of pile foundation in collapsible loess region as well as its producing conditions and features is elaborated. its calculation is introduced from unit negative friction resistance, loading calculation, bearing capacity calculation and other aspects.

Key concepts: Pile, Foundation (evidence), Loess, Geotechnical engineering, Resistance (ecology), Bearing capacity, Geology, Engineering

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